Author:
Iorfida Antonio,Verre Salvatore,Candamano Sebastiano,Ombres Luciano
Reference14 articles.
1. AC434-ICC-Evaluation Service: Acceptance criteria for masonry and concrete strengthening using fiber-reinforced cementitious matrix (FRCM) composite systems. AC434:2013, Whittier, CA (2013)
2. Al-Salloum, Y., Elsanadedy, H.M., Alsayed, S.H., Ipbal, R.A.: Experimental and numerical study for the shear strengthened of reinforced concrete beams using textile-reinforced mortar. J. Compos. Constr. 16(1), 74–90 (2012). doi: 10.1061/(ASCE)CC.1943-5614.0000239
3. Carloni, C., Verre, S., Sneed, L.H., Ombres, L.: Loading rate effect on the debonding phenomenon in fiber reinforced cementitious matrix-concrete joints. Compos. Part B 108, 301–314 (2017)
4. de Felice, G., Aiello, M.A., Bellini, A., Ceroni, F., De Santis, S., Garbin, E., Leone, M., Lignola, G.P., Malena, M., Mazzotti, C., Panizza, M., Valluzzi, M.R.: Experimental characterization of composite-to-brick masonry shear bond. Mater. Struct. 49, 2581–2596 (2016)
5. De Santis, S., de Felice, G.: Steel reinforced grout for the strengthening of masonry structures. Compos. Struct. 134, 533–548 (2015)
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